Abstract
This paper presents a three-dimensional breaking wave model to investigate the spatial and temporal variation of fluid motions under breaking waves. A three-dimensional Large Eddy Simulation (LES) is used to solve the governing equations for the flow parameters. Fluid motions in the area near the breakwater and its turbulences as well as wave overtopping on an inclined breakwater are investigated. Through the model, the spatial and temporal variations of the hydrodynamic problems of breaking waves on a breakwater are examined.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the Coastal Engineering Conference |
| Pages | 261-273 |
| Number of pages | 13 |
| Publication status | Published - 2007 |
| Externally published | Yes |
| Event | 30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA Duration: 2006 Sep 3 → 2006 Sep 8 |
Other
| Other | 30th International Conference on Coastal Engineering, ICCE 2006 |
|---|---|
| City | San Diego, CA |
| Period | 06/9/3 → 06/9/8 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Ocean Engineering
- Oceanography
Cite this
Numerical simulation of 3-d wave breaking on breakwater. / Nguyen, Danh Thao; Shibayama, Tomoya.
Proceedings of the Coastal Engineering Conference. 2007. p. 261-273.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Numerical simulation of 3-d wave breaking on breakwater
AU - Nguyen, Danh Thao
AU - Shibayama, Tomoya
PY - 2007
Y1 - 2007
N2 - This paper presents a three-dimensional breaking wave model to investigate the spatial and temporal variation of fluid motions under breaking waves. A three-dimensional Large Eddy Simulation (LES) is used to solve the governing equations for the flow parameters. Fluid motions in the area near the breakwater and its turbulences as well as wave overtopping on an inclined breakwater are investigated. Through the model, the spatial and temporal variations of the hydrodynamic problems of breaking waves on a breakwater are examined.
AB - This paper presents a three-dimensional breaking wave model to investigate the spatial and temporal variation of fluid motions under breaking waves. A three-dimensional Large Eddy Simulation (LES) is used to solve the governing equations for the flow parameters. Fluid motions in the area near the breakwater and its turbulences as well as wave overtopping on an inclined breakwater are investigated. Through the model, the spatial and temporal variations of the hydrodynamic problems of breaking waves on a breakwater are examined.
UR - http://www.scopus.com/inward/record.url?scp=84873041149&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84873041149&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84873041149
SN - 9789812706362
SP - 261
EP - 273
BT - Proceedings of the Coastal Engineering Conference
ER -